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Sample Record for 2018-04-20-4

Note: Fields with no data or with a value of "Unknown" will not be displayed on the print out.

Project Information

Project ID: 212688 DEA: 080Q8904 EFIS: 0800020582 QA Service Level: 1
DIST-CO-RTE-PM: 08-RIV,SBD-10,215,111-Var
Work Description: BRIDGE REHABILITATION
Location Description: RIVERSIDE AND SAN BERNARDINO COUNTIES AT VARIOUS LOCATIONS
Contractor Name: J. MCLOUGHLIN ENGINEERING CO., INC.
Contractor Address: 10641 FULTON COURT, RANCHO CUCAMONGA CA 91730
Resident Engineer: Roberto Castro Structure Rep.: Arnel L. Vega

Sample Information

DIME Sample ID: 2018-04-20-4
TL Number from the TL Form: 20180424
Sample Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Sample Organization Contact: 213-792-4794
Type of Sample: Quality Assurance
Type of Material: Concrete
Sample Taken Date: 04/20/2018
Date that the sample was received by the laboratory/organization performing the testing: 04/20/2018
The quantity of what the sample constitutes: 4
A brief description of the sample: 6x12 concrete cylinders
From where was the sample collected: Job Site
Laboratory sample identification: 980-24
Structure unique identifier: Unknown
Structure name: ETIWANDA SAN DERAINE FCC
The fabricator/manufacturer/facility name: Robertsons

Material Information

The concrete mix design number: YOCSSC3
The truck number from where the sample was collected: NP
The batch plant ticket number from where the sample was collected: NP
Concrete batch plant: Unknown
The fabricator/manufacturer designation for the sample: PLANT
A detailed description of where the material sample was collected: TRUCK 1
Where the material sample would have been placed if not sampled: SUPPORT SLAB
From Lot No.: Unknown
Bag Lot No.: Unknown

Test Results

Test 1 of 2

DIME Test ID: 2018-04-20-4-1
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/23/2018
Date Tested: 04/27/2018
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.00 in
Average diameter of cylinder 2 6.00 in
Cross sectional area of cylinder 1 28.27 in^2
Cross sectional area of cylinder 2 28.27 in^2
Compressive strength (to nearest 10 psi) 6510 psi
Maximum load on cylinder 1 183520 lb
Maximum load on cylinder 2 184680 lb
Compressive strength of cylinder 1 6491.7 psi
Type of fracture pattern of cylinder 1 2
Compressive strength of cylinder 2 6532.7 psi
Type of fracture pattern of cylinder 2 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 7 days
Age of specimen in hours no data

Test 2 of 2

DIME Test ID: 2018-04-20-4-2
Test Method: ASTM C39-17a: Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens
Verified Date: 05/23/2018
Date Tested: 05/18/2018
Submitted By Organization: CT D08 - Fontana Southern Regional Laboratory
Organization Address: 13970 Victoria Street,
Organization City: Fontana
Organization State: CA
Organization Zipcode: 92336
Organization Email: jose.guzman@dot.ca.gov
Organization Phone: 9098293029
General Comments for this Test:
Test Result Compliance: complies
Additional Comments When Verified:
Unit system used? US Units
Number of specimens 2
Test performed With no density determined
Capped in accordance with? ASTM C617/CTM521
Average diameter of cylinder 1 6.03 in
Average diameter of cylinder 2 6.02 in
Cross sectional area of cylinder 1 28.56 in^2
Cross sectional area of cylinder 2 28.46 in^2
Compressive strength (to nearest 10 psi) 7970 psi
Maximum load on cylinder 1 230520 lb
Maximum load on cylinder 2 223730 lb
Compressive strength of cylinder 1 8071.4 psi
Type of fracture pattern of cylinder 1 3
Compressive strength of cylinder 2 7861.2 psi
Type of fracture pattern of cylinder 2 3
Comment on any defect in either specimen or caps (Max 250 Characters) no data
Correction factor for cylinder 1 1
Correction factor for cylinder 2 1
Age of specimen 28 days
Age of specimen in hours no data